60040187.pdf
PDF 147 KB Posted
- Attached to
- BEQ Repair AS4212
- Solicitation number
- N4008525R2620
About this file
This architectural detail sheet (Drawing A-501) provides comprehensive technical specifications for a repair project at Marine Corps Base Camp Lejeune, specifically for BEQ (Bachelor Enlisted Quarters) AS4212. The drawing includes multiple detailed cross-sections and technical drawings covering various construction elements such as exterior CMU walls (8" and 6"), masonry partitions, roof details, suspended gypsum board ceiling, exterior opening infill, slab patch, and coping details.
The technical drawings specify precise construction methods and materials, including brick veneer, rigid insulation, concrete masonry units, horizontal joint reinforcement, metal roofing systems, and moisture barriers. Specific technical notes address installation requirements like insulation fastening, flashing, air and moisture barrier placement, and joint treatments. The document is part of a Naval Facilities Engineering Systems Command project with contract number N40085-23-B-0035, dated 11 June 2024, and appears to be the 51st sheet of a 179-sheet set prepared by an architectural firm for repair and renovation work.
View the file
Other files
Show 40 more
Latest 50 of 61 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BRICK VENEER
R-5 RIGID INSULATION
CAVITY AND AIR SPACE
AIR AND MOISTURE BARRIER
CONCRETE MASONRY UNIT
HORIZONTAL JOINT REINFORCING
AT 1'-4" ON CENTER
1'-2"
3 5/8" 7 5/8"
1/2" SMOOTH BARS x 18"
LONG AT 12" ON CENTER -
GREASE BAR IN NEW
CONCRETE AND EPOXY BAR
IN EXISTING CONCRETE
EXISTING
CONCRETE
NEW
CONCRETE
6" 6"
4"
5/8" MOISTURE RESISTANT
GYPSUM BOARD CEILING.
FINISH JOINTS AND PAINT.
VERTICAL WIRES AT
4'-0" ON CENTER
WIRES SPLAYED AT 90° AT 8'-0" ON
CENTER ALONG MAIN RUNNERS
AND WITHIN 2" OF A CROSS
RUNNER
SUSPENDED STEEL FRAMING SYSTEM
OF HEAVY DUTY 1 1/2" MAIN RUNNERS
AT 4'-0" ON CENTER AND 7/8" HAT
CHANNEL CROSS RUNNERS AT 1'-4"
ON CENTER
STANDING SEAM
METAL ROOFING
(1) 1" LAYER AND (2) 2"
LAYERS RIGID INSULATION -
TAPE ALL JOINTS
ICE & WATER SHIELD
STRUCTURAL METAL
ROOF DECKING OVER
LIGHT GAUGE METAL
TRUSSES - SEE
STRUCTURAL
NOTES:
1. INSULATION AND SHEET METAL ROOFING SYSTEM
FASTENERS SHALL NOT PENETRATE BEYOND THE
LOWER PAN OF THE METAL ROOF DECKING.
COORDINATE FASTENER LENGTH AS REQUIRED.
ROOF DECK AIR AND
MOISTURE BARRIER
HORIZONTAL JOINT
REINFORCEMENT AT 1'-4" ON
CENTER
CONCRETE MASONRY UNITS
5 5/8"
HORIZONTAL JOINT
REINFORCEMENT AT 1'-4" ON
CENTER
CONCRETE MASONRY UNITS
7 5/8"
BRICK VENEER
R-10 RIGID INSULATION
CAVITY AND AIR SPACE
AIR AND MOISTURE BARRIER
CONCRETE MASONRY UNIT
HORIZONTAL JOINT REINFORCING
AT 1'-4" ON CENTER
1'-3 1/2"
3 5/8" 7 5/8"
NOTES:
1. FINISH INTERIOR GYPSUM BOARD JOINTS FOR SEAMLESS FINISH
2. PROVIDE STAINLESS STEEL THROUGH WALL FLASHING AT SILL OF
OPENING. PROVIDE END DAMS ON FLASHING AT JAMBS
3. LAP AIR & MOISTURE BARRIER ONTO EXISTING AND SEAL JOINT
4. DETAIL SIMILAR AT OPPOSITE JAMB
EXISTING INFILL
FACE BRICK TO MATCH EXISTING
3/ 4"
RIGID CAVITY INSULATION TO MATCH
EXISTING THICKNESS. ASSUME 1 1/2"
AIR SPACE
GYPSUM BOARD SHEATHING TO MATCH
EXISTING THICKNESS. ASSUME 5/8"
6" STEEL STUDS AT 1'-0" ON CENTER
WITHIN OPENING
6" MINERAL FIBER BATT INSULATION
5/8" GYPSUM WALL BOARD
BACKER ROD AND
SEALANT AT JAMBS
AND HEAD OF
OPENING
AIR & MOISTURE BARRIER
CORRUGATED TIES AT EVERY
OTHER COURSE
STANDING SEAM
METAL ROOFING
EXISTING ROOF
SHEATHING TO REMAIN.
REMOVE DAMAGED
SHEATHING AND REPLACE
WITH 3/4" PLYWOOD TO
MATCH EXISTING
ICE AND WATER SHIELD
EXISTING WOOD TRUSS
STRUCTURE TO REMAIN
D
IM
A
1/2"
REFERENCE
SECTIONS FOR
NOMINAL COPING
WIDTH
PITCH COPING TO DRAIN
TOWARD THE ROOF
1/4" JOINT TO ACCOMMODATE
EXPANSION AND CONTRACTION
DIM A = ±4-3/4" FRONT
±4" BACK
6" WIDE CONCEALED SPLICE
PLATE WITH (3) CONTINUOUS
BEADS OF SILICONE SEALANT AT
BOTH SIDES OF THE JOINT
CONTINUOUS PREFABRICATED
TRACK OR TREATED NAILERS TO
PITCH FOR DRAINAGE
CONTINUOUS CLEAT SECURED TO
BLOCKING, PROVIDE AT ALL
VERTICAL FACES
F ile
P ri n t
SYM. DESCRIPTION DATE APP.
REVISIONS
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
N
OI
TA
RO
PR
OC
LAR
CAROLINANORTH
50679
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND
CAMP LEJEUNE, NORTH CAROLINA
MARINE CORPS BASE
SIZE CODE IDENT. NO. NAVFAC DRAWING NO.
E1 80091
CONSTR. CONTR. NO.
AS NOTEDSCALE SHEET
M B
F A
N O
SPEC.
S p ro je c ts
\2
\2
C
L R e p a ir B
E Q
A S
\2
D e s ig n \2
D w g s \2
A
R C
H
.r v t
/2
/2
:2
:3
A
M
A-501
JAS
DJE,III
JENNI REED
JAS
REPAIR BEQ AS4212
ASSEMBLIES
60040187 N40085-23-B-0035
11 JUNE 2024
SCALE: 1 1/2" = 1'-0"
A
8" CMU EXTERIOR WALL
SCALE: 3" = 1'-0"
B4
SLAB PATCH DETAIL
SCALE: 1 1/2" = 1'-0"
A1
SUSPENDED GYPSUM BOARD CEILING DETAIL
SCALE: 1 1/2" = 1'-0"
B2
ROOF DETAIL - MECH BLDG
SCALE: 1 1/2" = 1'-0"
C
6" MASONRY PARTITION
SCALE: 1 1/2" = 1'-0"
D
8" MASONRY PARTITION
SCALE: 1 1/2" = 1'-0"
B
8" CMU EXTERIOR WALL
GRAPHIC SCALE: 1 1/2"=1'-0"
1' 6" 3" 0 1'
GRAPHIC SCALE: 3"=1'-0"
0 3" 6" 1'
SCALE: 1 1/2" = 1'-0"
B3
EXTERIOR OPENING INFILL DETAIL
SCALE: 1 1/2" = 1'-0"
B1
ROOF DETAIL - ROOF REPLACEMENT
SCALE: 3" = 1'-0"
B5
COPING DETAIL
4 ROOFING AMENDMENT 07/25/2025
File details come from the government source that posted it. Updated .